Residual opening of hydraulically stimulated fractures filled with granular particles

[1]  Leon M Keer,et al.  Solution of Crack Problems: The Distributed Dislocation Technique, by D.A. Hills, P.A. Kelly, D.N. Dai and A.M. Korsunsky: Journal of Applied Mechanics , 1996 .

[2]  K. Terzaghi,et al.  Soil mechanics in engineering practice , 1948 .

[3]  T. K. Perkins,et al.  Widths of Hydraulic Fractures , 1961 .

[4]  G. Wayne Clough,et al.  Behavior of Granular Materials Under High Stresses , 1968 .

[5]  J. Geertsma,et al.  A Rapid Method of Predicting Width and Extent of Hydraulically Induced Fractures , 1969 .

[6]  R. P. Nordgren,et al.  Propagation of a Vertical Hydraulic Fracture , 1972 .

[7]  C. Ehlig-Economides,et al.  Petroleum production systems , 1993 .

[8]  Norman R. Warpinski,et al.  Comparison study of hydraulic fracturing models -- Test case: GRI Staged Field Experiment No. 3 , 1994 .

[9]  Andrew J. Whittle,et al.  Compression model for cohesionless soils , 1995 .

[10]  L. Rose,et al.  A self-consistent approximation for crack bridging by elastic/perfectly plastic ligaments , 1996 .

[11]  Donald P. Coduto,et al.  Foundation Design: Principles and Practices , 2000 .

[12]  M. C. Vincent,et al.  Proving It - A Review of 80 Published Field Studies Demonstrating the Importance of Increased Fracture Conductivity , 2002 .

[13]  T.P.Y. Lhomme,et al.  Initiation of Hydraulic Fractures in Natural Sandstones , 2005 .

[14]  Jose Adachi,et al.  Computer simulation of hydraulic fractures , 2007 .

[15]  Andrei Kotousov,et al.  Fracture in plates of finite thickness , 2007 .